Civil and Environmental Science最新文献_第5页

Analysis Of Carrying Capacity of The Porong River Caused by Sidoarjo Mud Disposal 坡龙江淤泥处理对其承载力的影响分析

Civil and Environmental Science Pub Date : 2021-10-01 DOI: 10.21776/ub.civense.2021.00402.9

R. Saputro, Suhardjono Sisno, P. Juwono

{"title":"Analysis Of Carrying Capacity of The Porong River Caused by Sidoarjo Mud Disposal","authors":"R. Saputro, Suhardjono Sisno, P. Juwono","doi":"10.21776/ub.civense.2021.00402.9","DOIUrl":"https://doi.org/10.21776/ub.civense.2021.00402.9","url":null,"abstract":"This study aims to examine the sediment distribution models and the stream sediment distribution due to mud disposal of Porong River. It examines how the sediment distribution models and deposition, the distribution of stream sediment due to mud disposal along with its impacts on the river's capacity, and whether the mud disposal has a harmful impact on the water quality. The data used were based on topographic and Bathymetric data of Porong River, cross-sections of the river, and terrain sediment distribution patterns. The study conducted field and secondary data analysis, hydrological analysis, oceanographic analysis of Mura River and river hydraulic analysis. The study concludes that to maintain its capacity and prevent negative impacts, it is necessary to protect the cliffs and embankments along the segment of the river. To protect the community pond area, overburden and/or river dredging activities along with the segments from the branch to the estuary of the river are needed. Furthermore, it is also necessary to add artificial inputs such as submersible Kribs that are arranged on piles to deal with problems of river sediments in the mouth of Porong River","PeriodicalId":432135,"journal":{"name":"Civil and Environmental Science","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126785451","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Application of Sediment Runoff Model to the Wlingi Reservoir Watershed, Indonesia 泥沙径流模型在印尼Wlingi水库流域的应用

Civil and Environmental Science Pub Date : 2020-02-16 DOI: 10.21776/ub.civense.2020.00301.2

K. Rahman, D. Sisinggih, R. Asmaranto

{"title":"Application of Sediment Runoff Model to the Wlingi Reservoir Watershed, Indonesia","authors":"K. Rahman, D. Sisinggih, R. Asmaranto","doi":"10.21776/ub.civense.2020.00301.2","DOIUrl":"https://doi.org/10.21776/ub.civense.2020.00301.2","url":null,"abstract":"Sedimentation is the main problem in Wlingi reservoirs. They are suffering from severe watershed erosion and a heavy load of volcanic ash ejected from the eruption of Mount Kelud. Wlingi reservoir is significantly affected by recurrent volcanic activities of Mount Kelud. After the 2014 eruption, the capacity of Wlingi reservoirs decreased by 82.5% or only 3.70 million m3 from the initial capacity of 24 million m3. To analyze the impact of volcanic eruption disaster on reservoir sedimentation an integrated numerical model of sediment is required. The Fujiyama model is an integrated sediment runoff model using a basin model composed of unit channels and unit slopes. The model seems suitable for a mountainous basin. The simulation results from the model explain that the mechanism of transporting sediment into the Wlingi Reservoir can be explained based on the type of sediment transport. The movement of sediment originating from Kelud Mountain in Kali Lekso is strongly influenced by rainfall duration compared to the intensity of the rainfall. Also, the simulation model results explained that the mechanism of sediment transportation is dominated by suspended load or bed load which when large discharges will move with the mechanism of suspended load sediment transport.","PeriodicalId":432135,"journal":{"name":"Civil and Environmental Science","volume":" 20","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-02-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"120832721","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Inspections of Hydro-Geotechnical on Ngancar Dam 恩干加尔大坝水利工程勘察

Civil and Environmental Science Pub Date : 2019-10-03 DOI: 10.21776/ub.civense.2019.00202.5

R. Asmaranto, Antonius Suryono, M. Hidayat

引用次数: 2

Performance of The Dispin Models with Automatic Parameter Calibration on The Transformation of Rainfall to Runoff Data 自动参数定标Dispin模型在降雨到径流数据转换中的性能

Civil and Environmental Science Pub Date : 2019-10-01 DOI: 10.21776/ub.civense.2019.00202.2

Sulianto Sulianto, M. Bisri, L. Limantara, D. Sisinggih

{"title":"Performance of The Dispin Models with Automatic Parameter Calibration on The Transformation of Rainfall to Runoff Data","authors":"Sulianto Sulianto, M. Bisri, L. Limantara, D. Sisinggih","doi":"10.21776/ub.civense.2019.00202.2","DOIUrl":"https://doi.org/10.21776/ub.civense.2019.00202.2","url":null,"abstract":"This article presents a new model of the DISPRIN Model combination with two different level optimization methods. The new model of DISPRIN Model combination and Differential Evolution (DE) algorithm is called DISPRIN25-DE Models and its incorporation with Monte Carlo Simulation method called DISPRIN25-MC Models. The case study is Lesti Watershed (319.14 Km) in East Java. The model test uses a 10-year daily data set, from January 1, 2007 to December 31, 2016. Data series Year 2007 ~ 2013 as a set of training data for calibration and data Year 2014 ~ 2016 as testing data set for model validation. Running program DISPRIN25-DE Models with input parameter value C_min = 0, C_max = 1, H_min = 0, H_max = 600 mm obtained best fitness 0.044 m/sec, NSE = 0.762 and PME = -0.059. The DISPRIN25-MC Models analysis generates a minimum RMSE of 0.056 m/sec, NSE = 0.779, PME = -0.70. From the RMSE and NSE indicators it appears that both models can show an equivalent level of performance, but in terms of the PME indicator and iteration time is apparent The DISPRIN25-MC model has worse performance than the two DISPRIN25-DE models.","PeriodicalId":432135,"journal":{"name":"Civil and Environmental Science","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130033371","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Integrated Urban Drainage Management for Flood Inundation Controlling in Sidokare Area at Sidoarjo Regency Sidoarjo县Sidokare地区防洪综合城市排水管理

Civil and Environmental Science Pub Date : 2019-10-01 DOI: 10.21776/ub.civense.2019.00202.3

E. Cahya, Dani Eko Guntoro, D. Harisuseno

{"title":"Integrated Urban Drainage Management for Flood Inundation Controlling in Sidokare Area at Sidoarjo Regency","authors":"E. Cahya, Dani Eko Guntoro, D. Harisuseno","doi":"10.21776/ub.civense.2019.00202.3","DOIUrl":"https://doi.org/10.21776/ub.civense.2019.00202.3","url":null,"abstract":"F lood and inundation had become a serious problem in Sidoarjo Regency annually. This study aimed to apply integrated urban drainage management for flood inundation controlling at Sidokare Region in Sidoarjo Regency. This integrated drainage management consisted of retarding pond, drainage channel redesign, and pump utilization. The study region was divided into Sidokare Pump station, Sepande, and Diponegoro Street catchment area. Rainfall intensity during historical floods was analysed using Mononobe formula and Log Pearson Type III method was used to analyze design rainfall. From the result of the analysis, it wasfoundthat thehistoricalfloodsinstudyregioncausedbyrainfall withreturnperiodof1.01 years, with rainfall intensity of 17.55 mm/hour. It was also found that by implementing this integratedurbandrainagemanagementatSidokareRegion,floodcouldbereducedupto100%. ForSidokarePumpStationcatchmentarea,theinundationmanagementwasconductedbyusing combination of storage pool, existing drainage channel, and the existing flood pump. For Sepandecatchmentarea,itwasmanagedtousethecombinationofstoragepoolandtheexisting drainage channel. Meanwhile, Diponegoro Street catchment area was solved by utilizing new flood pump combining with new tertiary channel and existing drainagechannel.","PeriodicalId":432135,"journal":{"name":"Civil and Environmental Science","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126354297","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

El-nino effect on reservoir volumetric (A case study of the Batujai Dam on the island of Lombok) El-nino对水库容量的影响(以龙目岛Batujai大坝为例)

Civil and Environmental Science Pub Date : 2019-10-01 DOI: 10.21776/ub.civense.2019.00202.1

I. Yasa, M. Bisri, M. Solichin, U. Andawayanti

{"title":"El-nino effect on reservoir volumetric (A case study of the Batujai Dam on the island of Lombok)","authors":"I. Yasa, M. Bisri, M. Solichin, U. Andawayanti","doi":"10.21776/ub.civense.2019.00202.1","DOIUrl":"https://doi.org/10.21776/ub.civense.2019.00202.1","url":null,"abstract":"El-Nino has been occurred from 1952 to 2016 with the types of weak, medium, strong and very strong. The event of El-Nino has significant impact on all aspects of economy, social, industry and agriculture. There is a decrease in the quantity of water resources such as in the reservoir where the reservoir inflow becomes very small and the water outflow becomes high. At the event of very strong El-Nino is occurred some of the reservoirs will dry. The aim of the research is to investigate the deficit capacity of the reservoir in the event of El-Nino. The data analyzed in this article were the volume of the half-month reservoir, especially in the event of El-Nino events. The analysis of frequency deficit probability was using Weibull probability and Log Pearson Type III distribution. The results show significant decrease in reservoir water volume over a very long-time period. The reservoir volume never reached maximum water level and persists for almost one year. The deficit of reservoir volumes reached was 16,01x10 6 m 3 , 18.64x10 6 m 3 , and 21,07x10 3 m 3 for weak, moderate, and very strong El-Nino, respectively.","PeriodicalId":432135,"journal":{"name":"Civil and Environmental Science","volume":"25 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132818743","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Determination of Pollution Load Capacity Using QUAL2Kw Program on The Musi River Palembang 利用QUAL2Kw方案确定木泗河巨港污染负荷能力

Civil and Environmental Science Pub Date : 2019-10-01 DOI: 10.21776/ub.civense.2019.00202.4

Handayani Lestari, L. Co., R. Haribowo, Emma Yuliani

引用次数: 5

Calibration of surface runoff parameters with the hydrologic tank model using recursive digital filter and master recession curve 利用递归数字滤波和主衰退曲线对水文水槽模型的地表径流参数进行校正

Civil and Environmental Science Pub Date : 2019-10-01 DOI: 10.21776/ub.civense.2019.00202.6

N. Suryoputro, S. Suhardjono, W. Soetopo, E. Suhartanto

引用次数: 0

Determining Infiltration Rate from Infiltration Measurement with Flooding Method by Turftech Infiltrometer 用Turftech渗滤仪测定浸水法入渗速率

Civil and Environmental Science Pub Date : 2019-04-01 DOI: 10.21776/UB.CIVENSE.2019.00104

D. N. Khaerudin, Andre Primantyo, Ryan Rahardika

引用次数: 2

Hydraulic Performance of Concrete Block Pavement under High Rainfall Intensities 强降雨条件下混凝土砌块路面水力性能研究

Civil and Environmental Science Pub Date : 2019-04-01 DOI: 10.21776/UB.CIVENSE.2019.00103

L. Sedyowati, E. Susanti

{"title":"Hydraulic Performance of Concrete Block Pavement under High Rainfall Intensities","authors":"L. Sedyowati, E. Susanti","doi":"10.21776/UB.CIVENSE.2019.00103","DOIUrl":"https://doi.org/10.21776/UB.CIVENSE.2019.00103","url":null,"abstract":"High rainfall intensity will generate different response on the concrete block pavement (CBP) performance. A study found that larger openings of CBP did not lead more water penetrated. In other study, larger openings can lead greater decrease in runoff velocity. The correlation between the openings, water penetration and runoff velocity has remained unclear. In this study, we investigated hydraulic performance of CBP as an impact of surface roughness condition, under high rainfall intensities, saturated sub-base layer, and various slope surfaces. We conducted experiment using a 2 m by 6 m of rectangular CBP layer with herringbone 90 and basket-weave pattern. We used a modified dye tracing method in view to monitor the surface flow velocity under various high rainfall intensities. The results showed that hydraulic performance of surface runoff in the CBP layer was more influenced by the surface roughness condition. The roughness condition was very sensitive to the change in surface configuration of the CBP. The relationship between rainfall intensity, surface slope and roughness number followed polynomial functions. A further study is required to investigate the appropriate quality of CBPs, which have high durability applied over a steep slope surface and under high rainfall intensities.","PeriodicalId":432135,"journal":{"name":"Civil and Environmental Science","volume":"24 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125885095","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1